HomeMy WebLinkAboutPermit Building 2019-09-17Web Address: www.sprinqfield-or.qov Emarl Addressi permitcenter@sp.ingf ield-or. gov
SPRINGFIELD
,b
Permit Issued: September 17, 2019
TYPE OF WORI(
Category of Construction: Residential
Submifted rob Valuer $18,900.00
Description of Worki Fire damage repair- Apt#4
Type of Work: Repair
JOB SITE INFORMATION
Worksite Address
7OO 1ST ST APT 4
Springfield, OR 97477
Parcel
17033522L4300
Owner:
Addressi
GOLDINGAY & OTIS TRUST
0836 SW CURRY ST UNIT
1400
PORTLAND, OR 97239
LICENSED PROFESSIONAL INFORMATION
License
ccB
License Number
4231
Phone
54L-649-6177
PENDING INSPECTIONS
Intpectlon
1999 Final Building
1999 Final Building
1250 Framing
1450 Insulation
1550 FirewaluFire Resistance Rated Wall
Inspcctlon Group
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
SCHEDULII{G INSPECTIONS
Various inspections are minimally required on each project and often dependent on the scope of work. Contact
the issuing jurisdiction indicated on the permit to determine required inspections for this project.
Schedule or track inspections at www.buildingpermits.oregon.gov
Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811023497628
Schedule using the Oregon ePermitting Inspection App, search'epermitting" in the app store
Pcrmlts erplra It work is not st.rtcd withln 180 Days ot lscuanca or It work lr 3u.pGnd.d lor ,,8O Days or longGr dapandlng on
th. l3suint .gGncy'i pollcy.
All proyi.iont or l.w5 and ordln.nc.r gov.rnlng thl3 typc ot work wlll b! compllcd wlth whcthcr .pGclrl€d h.r.ln or not.
Gr.ntlng of . pGrmlt do€E not pr.ium. to glvc .uthority to vlol.tc or canc.l th. provlslon. of.ny oth.r st.t. or locil law
rGgul.ting construction or thc pcilormanc€ ot conctruction,
ATTEITIOi: Or.gon law requlrG. you to follow rulG. adopt.d by the Orcaon Utlllty llotlllcatlon C.nter. IhosG rulc. arc 5et
lorth in OAR 952-OO1-OO1O through OAR 952-OO!-OO9O, You mry obt in copl.s ot thc rulc. by c.lllng th. Ccnt.r .t (sO3)
232-tgA7.
All p€6on. or cntlti.6 pertormlng work und.r thl3 pcrmit.r. rcquircd to b. llc.nr.d url.$ Grcmpt.d by ORS 701.O10
(Structu..l/l'lGch.nlcal), ORS 479.540 (Elcctrlc.l), and OR,s 693.01O-02O (Plumblng)
Printed oni 9/17119 P.9€ 1 ot 2 C:\myReports/r€oorts//productlon/01 SIANDARD
OREGON Building Permit
Commercial Structural
Permit Number: 811- 19-OO215O-STR
IVR Number: 411023497628
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-37 53
Busine5s Name
EHLERS CONSTRUCNON INC -
Primary
Inspectlon Status
Pending
Pending
Pending
Pending
Pending
Permit Number: all-19-OO21sO-STR Page 2 of 2
FGe Descrlptlon
Technology Fee
Structural building permit fee
State of Oregon Surcharge - Bldg (L2'/o of applicable fees)
Quantlty Fce Amount
$16.24
$324.70
$38.96
$379.90Total Fees:
c:\myReports/.eports//producion/01 STANDARD
PERMIT FEES
CllY oF SPRINcFIELD, oREcoN
Structural Permit Application
Hqt JI^-
225 Filih Slre€1 . Springfield. OR 97477 . PH(541)726-1753 . FAX(541)726 1689
This permit is issued under oAR 918-460-0030. Permits expire if work is not started withitr 180 days o
suspended for 180 days.
II or if work is
DEPARTMENT USE ONLY
permitno.: $fi _A{0
oxe: c-//1n/1$
FEE SCHEDULE
l. Valuatiotr informatior
(a) Job description: Replace fire damaged interior finishes
Occupancy R-2
Construction tlpe:58
Square feet: 413 (repair area)
Cost per square foot
Other information
'lype of Ileat:
Energ/ Path:
(b) Foundation-only permit? E Yes D wo
$/1,.?cA"
2. Building fees
s ,7)-'l '(a) Permit fee (use valuation table)
s(b) Invesrigative fee (equal to L2al)
s
(c) Reinspection ($ per hour)
(number of hours x t'ee per hour)
S(d) Enter 129'0 surcharge (.12 x[2^+2*2cl)
.$(e) Subtot|l offees above (2a through 2d):
3. Plan review fees
5(a) Plan rcvie$ (6570 x permit lee [2a])
$(b) Fire and life safery (55% x permit fbe [2a])
$(c) Subtotal offees above (3a and 3b):
4. Miscellaneors fees
(a) Seismic lee, l% (.01 x permit lee [2a])
s(b) Iech fee, 5% (-05 x permit fee[2al"rPR fee [3c])
712fO I'AL fces and surcharges (2e+3c+4a+b):
LOCAL GOVERNMENT APPROVAL
This project has final land-use approval
Signature:L)ate:
Date
'fhis project has DEQ approval
Signature:
Zoning approval verilied: ! Yes E No
Property is within flood plain: nYes Etto
CATEGORY OF CONSTRUCTION
E Govemmcnt X Commercialn Residential
JOB SITE INFORMATION AND LOCATION
Job sitc address: 700 1st Street, Apartment #4
State: OR Zll':9747Ciryr Springfield
Lot noSubdivision
Reierence:'l 7-1 3-35-22 I arlot: 14300
PROPERTY OWNER
Name:Goldingay & Otis Trust
Address:0836 SWCurry Street, Unit 1400
State: OR ZIP:9723Cifi,rPortland
Fax:Phone:5Yl-lq3-.}183
E-mail
this applicationagcnt authBuilding
Sign herei
E tis iostl{aiion is being made on residcntial or farm property
by me or a member ofmy immediate family, and is exempt from
licensing requirem€nts under ORS 701.010.
o"""/
CONTRACTOR INSTALLATION
Business name: Ehlers Construction
7.lP:9740State: ORCity:Eugene
Fa'(Phone: 541 - 689-6177
D-mail: office@ehlersinc.net
Print name: l?l.r - a^fZ-
Sigrrature
SI,B-CONTRACTOR INFORMATION
CCB License #Phonc
173114 (541)461{387
Electrical
Superior Electric & Construction LLC
154114614714
Plumbing
RS Plumbing Conlractor, lnc.
(541) Ab14A21110075
Mechanical
commercial Air, lnc
Lasl edited 5-5-2019 BJones
E new fialteration ! addition
'Iotal valuation:
$
Address: 1085 Madera Street
CCB license no.:4231
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KP ETTCIruEERING, PC
4222 CoMMERCE STREFT, SUITE 2J
EUGENE, OREGON 974O2
(541) 393.0742
kevin@kpengineerhg.biz
September 17 ,2019
El ers Construction
1085 Madera Street
Eugene, OR 97402
Attention: Max Hansen
Re: Fire Damase hspection at 70 0 lst Street, Apartment #4. Sprinefi eld. Oreson
Job #19032-2
As you requested, an inspection was performed on July 30, 2019, at Apartment #4 ofthe
multifamily residential building located at 700 l't Street in springfreld. The purpose ofthe
inspection was to examine upper level wood framing and separation walls between adjacent
apartment units after the smoke and fue damaged wall and ceilfurg finishes had been removed.
The fire started in the northwest bedroom on the upper level of Apartment #4. The buildirg
housing Apartrnent l!4 has five two-story apartments, with Apartment #4 being the second unit
fiom the east end of the structure. The upper tevel of Apartment #4 has two bedrooms along the
north exterior wall, a bathroom in the southwest comer, and a stairwell in the southeast comer.
The rooflceiling ftaming for the upper level consists of2x12 rooflceiling joists at 24" on center,
plywood roof sheathing, batt insulation, plaster board, and a plaster frnish with ceiling heat. The
rooflceiling joists have 1x3 cross bridging near the center ofthejoists, and most ofthe roof
sheathing panel edges are blocked with 2x4 members. The walls separating the apartment units
consist of2x4 studs at 16" on center, batt insulation, and 16" tall horizontal strips of plaster
board that are held offof the studs with metal clips. The 2x4 walls separating the apartrnent
units and the 2x4 exterior walls are balloon framed. At the separation wall there is blocking
between the balloon fiamed studs a couple of inches below the floor decking. The floorjoists for
the upper level are parallel to the separation wall with ajoist directly against both faces ofthe
balloon framed separation wall studs. Most of the other upper level interior walls are framed
with 2x3 studs at 16" on center. See pictures 1 - 12 on sheets 4 tbru 9 of this report to view the
exterior ofthe building, damage fiom the fire, and the framing and condition ofthe existing
walls separating the adjacent apartments.
At the time of the inspection perfomred on Juiy 30, 2019, the following observations were made.
Most of the upper level wall and ceiling hnishes had been removed along with the batt insulation
in the rooflceiling cavities, exterior walls, and separation walls between apartments (Pictures 5-
g). The wall and ceiling finishes that had been removed had been blackened by smoke from the
fire, and in a couple oflocations the frefighters had created holes in the ceiling finish @ictures 3
and 4). The bedroom, bathroom, and closet doors had been removed along with all ofthe
The following repairs should be made to the structure. The interior walls separating the
aparhnent units are required to be fire partition wa11s with a fre resistance rating ofnot less than
t hour. The remaining undamaged plaster board and finish on the adjacent apartment side of
each of the two fre partition wa1ls is assumed to have been in compliance at the time it was
constructed. From the Apartrnent #4 side of each fire partition wall insta.ll new insulation,
resilient channels, and Type-X glpsum wallboard per the requirements of GA File No. WP 3243
from the current Gypsum Association Fire Resistance Design Manual. Therefore, install new 3"
mheral or giass insulation il the existfurg exposed stud cavities. The new fire partition insulation
should extend ftom the top of the existing fue blocking to the underside of the existing wall top
plate. Install resilient cha:mels at 24" on center maximum attached at right angles to the
Apartment #4 side of the wal1 with l%" Type S drywail screws. Then attach one layer of 5/8"
Type-X gypsum wallboard to the resilient channeis with 1" Type S drywall screws at 8" on
center with the vertical johts located midway between the studs. The Type-X gypsum wallboard
joints shall be taped with either paper tape or level 1 glass fiber mesh tape, and ail of the fastener
heads must be treated. Electrical box penetrations in the fire partition wal1 membrane must
comply with the Exceptions in Section 714.3.2 of the 2014 Oregon Structural Specialty Code
(OSSC). Since there isn't a rooflceiling joist directly above the fre partition to attach the new
gypsum waliboard to, solid pack the rooflceiling j oist cavity directly above the fire partition wall
with mineral wood insulation. See upper level fue partition wa1l section on Sheet 1 1 and a copy
of GA File No. WP 3243 on Sheet 12 of this report for additional information on the repair of the
fre partition. New R-30C batt insulation should be instailed ir the other exposed rooflceiling
joist cavities while maintaining a 1" air gap between the top ofthe insulation arid the underside
ofthe existing roof sheathing. Ttrc 2x72 rooflceiling joists,2x4 blocking at the roof sheathing
panel edges, and the required 1" air gap leaves a maximum allowable insulation depth 8%"
(R-30C insulation is 8%" thick). lnstall 5/8" Type-X gypsum board on the upper level ceiling
with l%" minimum Type W drywall screws at 12" on center into all ceiling framing members.
New R-15 high-density batt insulation should be installed in ail ofthe exposed 2x4 exlerior wal1
cavities. lnstall %" minimum gypsum wallboard on the exterior and remaining interior non-fue
partition walls of the upper level . Attach the %" gypsum wallboard to the existing 1 6" on center
wal1 framing members with l%" Type W drywall screws at 16" on center. Remove and replace
the two damaged bedroom windows to meet the thermal resistance and solar heat gain
coeffrcients of Chapter 5 ofthe 2014 Oregon Energy Efficiency Specialty Code' The new
bedroom egress windows must have a minimum open area of 5 . 7 square feet and the bottom of
the clear opening shall not be more than 44" above the finished floor to comply with OSSC
Section 1029. Shce the ceiling heat source was removed a new electric heat source must be
installed in each ofthe habitable upper level spaces that is capable of mafurtaining a temperature
of 68 degrees per OSSC Section 1204. At the upper level repairs, smoke alarms shal1 be
installed within each ofthe bedrooms and another in the hallway direcfly outside ofthe
bedrooms per OSSC Section 907.2.11.2. The new smoke alarms must be interconnected per
OSSC Section 907 .2.11.3, and they must have primary power from the buiiding along with a
battery backup power solrrce pet OSSC Section 907.2.11.4. The hailway directly outside of the
2
bathroom plumbing fixhres. The egress window in each ofthe bedrooms had sustained damage
fiom the fire. The separation wall finishes for the adjacent apartments side of the wall framing
appeared to be intact and in good condition @ictures 6- i 0) . The removal of the separation wall
plaster and insulation revealed that the wall was balloon framed, that it has a single 2x4 top plate,
and that it has fre blocking staggered between adjacent stud bays at approximately 1Yz" or 3"
below the top of the existing upper level ply'wood floor decking (Pictures 11 and 12).
upper level bedrooms must also have a carbon monoxide alarm per OSSC Section 908.7.2. The
hallway device may be a combination smoke/carbon monoxide alarm. [n the bathroom, replace
the existing exhaust fan with a new code compiiant fan vented to the exterior ofthe building per
the 2014 Oregon Mechanical Specialty Code. Replace the removed upper level doors, bathroom
piumbing fixtures and cabinetry, floor coverings, and wood trim as needed. All repairs to the
apartment are to be in compliance with the 2014 Oregon Structural Specialty Code as adopted by
the City of Springfield.
I hope this report is adequate for your pu4roses at this time. Damage not noted above that is
discovered during the cleaning, exposing, and repair of the saucture should be brought to the
attention of KP Engineering, PC. Thank you for this opportunity to be of service. If you have
any firrther questions, please do not hesitate to contact me at (541) 393-0782.
Very truly yours,
N
N
11
E@IRES: 12a!. Z'C
Kevin M. Peterson, PE
lvt . p
KP EruOIruEERINC, PC
AZ2ZCeMMERGE STREET, SUITE 2J
EUGENE, OREGON 97402
(541) 393-0742
kev in@kpengineering.biz
Job #kp19032-2
Fire Damage Inspection at 700 1st Street, Apartment #4, Springfield, Oregon
Picture l: This is a picture ofthe east end ofthe building containing Apartment #4. Heading
down the walkway between the two buildings, Apartment #4 is the second door on the right
(north). Apartrnent #'s 2,4,6, 8, and l0 are located in order fiom east to west in the north
building.
Picture 2: This is a picture ofthe upper level ofthe north elevation ofthe building that
Apartment l!4 is in. The center two windows on the upper level are the northeast and northwest
bedrooms of Apartment #4.
4
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KP ENEINEERINC, PC
4222C9MMERCE STREET, SUITE 2J
EUGENE, OREGON 97402
(541) 39307A2
kevin@kpengineering.biz
Job#kp19032-2
Fire Damage Inspection at 700 l't Street, Apartment #4, Springfield, Oregon
Picture 3: This is a picture ofthe ceiling in the northwest bedroom on the upper level of
Apartment #4. The fire and its smoke had blackened everything in the room. While
extinguishing the fire, the firefighter's created a couple ofholes in the ceiling frnish.
Picture 4: This is a picture ofthe largest hole in the ceiling ofthe northwest bedroom ol
Apartment #4. The hole was made by the firetighter's as they were extinguishing the frre. The
creation ofthe hole damaged the plaster finish and the ceiling heat.
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KP ErqerruEERINc, PC
A222C'oMMERCE STREET, SUTTE 2J
EUGENE, OREGON 97402
(541)39307A2
kevin@kpengheering.biz
Job #kp19032-2
Fire Damage Inspection at 700 1't Street, Apartment #4, Springfield, Oregon
Picture 5: This is a picture looking toward the northwest comer ofthe northwest bedroom on the
upper level of Apartment #4. All of the wall and ceiling finishes have been removed. The
insulation has been removed from ceiling, exterior wall, and wall separating apartment units.
Picture 6: This is a picture ofthe west wall of the bedroom in the northwest corner ofthe upper
level. The insulation and plaster finish have been removed from Apartment #4's side ofthe wall
assembly. The plaster board on Apartment #6's side ofthe wall appears to still be in good
condition.
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KP ETSTNEERINC, PC
422?CoMMERCE STREET, SUITE 2J
EUGENE, OREGON 974O2
(541)39307A2
kevin@kpengineering.biz
lob #kp19032-2
Fire Damage Inspection at 700 ls Street, Apartment #4, Springfield, Oregon
Picture 8: This is a picture of the east wall in the northeast bedroom on the upper level of
Apartment #4. The 2x4 aI 16" on center wall separates Apartment #4 from Apartment #2. The
insulation and plaster finish have been removed from Apartment #4's side ofthe wall.
7
Picture 7: This is a picture of the top of the west wall in northwest bedroom of Apartment #4.
The wall separates Apartment #4 from Apartment #6. The 2x4 at 16" on center wood flamed
wall has a single 2x4 top plate with a 2x backing board attached to the top of it. The wall is
almost centered between the 2xl2 at 24" on center roof/ceiling joists.
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KP ENcrrqEERrNc, PC
4222CoMMERCE STREE-T, SUITE 2J
EUGENE, OREGON 97402
(54r) 3930742
kevin@kpengineering.biz
Iob #kp19032-2
Fire Damage Inspection at 700 l't Street, Apartment #4, Springfield, Oregon
Picture 9: This is a picture ofthe backside of the plaster board on Apartment #6's side ofthe
wall at the northwest bedroom on the upper level of Apartment #4. The existing plaster board
panels are 16" in height and they are held offofthe 2x4 wood studs approximate'/2" by melal
clips installed at each panel joint.
Picture l0: This is a picture ofthe existing metal clips that attach the plaster board to the wood
studs at the northwest bedroom wall that separates Aparrnents #4 and#6.
8
KP ErqgrNEERrNg, PC
42,22C'oMMERCE STREET, SUITE 2J
Eucerue, OREGoN 97402(541)39307A2
kevin@kpengineering.biz
Job #kp19032-2
Fire Damage Inspection at 700 1't Sfieet, Apartment #4, Springfield, Oregon
Picture 12: This is a picture of the blocking between the 2x4 at 16" on center balloon framed
wall between Apartments #4 arld #6 at the northwest upper level bedroom. The 2x4 blocking is
staggered at approximately 1Y," or 3" below the top of the existing upper level floor decking.
9
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Picture 1 1: This is a picture of the 2x4 at 16" on center balloon framed wall between Apartments
#4 arrd #6. There is staggered 2x4 blocking installed between the balloon framed 2x4 wall studs
at either 1/2" or 3" below the top of the existing upper level floor decking.
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LKP ETTeTNEERING, Pc CLIENT
SHEET NO-4222 CoMMERCE STREET, SUITE 2J
EUGENE, OREGoN 97402
541-393-07A2
kevi n@kpeng;neering.biz
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GA-600.2015 FIRE RESISTANCE DESIGN I\4ANUAL 93 %
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,o*#;r
GENERICFILE NO, WP 324r''
ll screws. Base layer 5/8" type X
RESILIENT CHANNELS, MINERAL OR GLASS
ULATION, WOOD STUDS
right angles to ONE SIDE of 2 x 4 wood
lied at right angles to
joints
I psf
Based on UL R'I4196,
05NK05371, 2-15-05,
UL Design U305
NRCC TL-93-118,
dway
sum veneer
I screws 8'
lass fiber
c-lR-761, 3-98
Thickness:
Approx. Weight:
Fire Test:
Sound T
mt
gypsum wa llboard or gypsum
les to studs with 6d cement coated nails, 1-
16" on opposite sides. (LOAD-BEARING)
" heads, 7" o.c
studs 16" o.c. with 1-114'Type
gypsum wallboard or gypsum veneer
with '1" Type S drywall screws 8" o.c. with
between studs. Face layer 5i8' type X gypsum
base applied at right angles to channels with 1-5/8"
insulation in stud space.
oPPOSITE SIDE: one layer 5/8"
o.c. Face layer joi nts offset 16" from base layer
GYPSUM W
Resilient channels 16' o.c
7/8" Iong, 0.0915'
Vertical joints
1 HOUR
FIREGENERICE NO. WP 3245
layer 5/8" type x gyps u
LIENT CHANNELS, MINERAL OR GLASS
ON, WOOD STUDS
es to ONE SIDE of 2 x 4 wood
to channels
n
rox. Weight:9 psf
Based on UL R14'196,
5NK05371 , 2-15-05,
n U305
Thickness: 6"
6,
Fire
Sound Test:
c. Face layer 518' type X gypsum
3/8" long,8" o.c. Face layer joints offset 16"
16' on opposite sides. (LOAD-BEARING)
IRCIR-76't,
NRCC
or gypsum
6d cement coated nails,
iied parallel or at right angles to studs
studs 16" o.c. with 1-1l4'Type S drywall
wallboard o. gypsum veneer base applied at right
Type S drywall screws 8" o.c. with vertical joints I
studs. 3' mineral or glass fiber insulation ln stud space
OPPOSITE SIDE: Base layer 5/8' type X gypsum
base applied parallel or at right angles to
GYPSUM WALLBOARD
7/8" long,0.0915" shank, 15i64' head
wallboard or gyps um veneer b
FIBER I
with Bd cement coated
from base layerj
Verticaljoints
(if
* Contact the manufacturer for more detailed information on proprietary products
1 HOUR
FIRE
base applied parallel or at
Resilient channels 24" o.c. attached at
4[llou- -z 5*o l3 l3
Approximate location of Apartment #4' Most
of the upper level wall and ceiling finishes were
damaged by the fire in the northwest bedroom of
the upper level and the smoke coming from it'
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